Free Vibration Analysis of Laminated Composite Double-Plate Structure System with Elastic Constraints Based on Improved Fourier Series Method by Ying Zhang, Dongyan Shi, Dongze He, Dong Shao

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Bi-polymeric structured system (xanthan gum-carboxymethyl cellulose) for developing instant powder with the ability to suspend flixweed seeds in beverages: Effect of pH and sweetener type by Sara Naji-Tabasi, Bahareh Emadzadeh, Seyedeh Fatemeh Mousavi, Saeedeh Shahbazizadeh, Zahra Damavandi

“…The shortest formation time of the structured system was observed in the presence of sucrose. …”
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The low-cost technical system of rural sustainable wood construction and its suitability based on the small-diameter round timber of fast-growing Northeast Larch by Ying Wu, Hongpeng Xu, Jianmei Wu, Yuncheng Ji

Subjects: “…Technical construction of wood structure system…”
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Super-twisting sliding mode control of grid-side inverters for wind power generation systems with parameter perturbation by Weiqi Zhang, Yanmin Wang, Muhammad Zeeshan, Fengling Han, Kai Song

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Classification of Heavily Damaged Building Damage after Earthquake by Varol Koç

“…Beams and floor damages, also considered as structural system damages, are not included in the scope of this study. …”
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Modal Parameters Identification Method Based on Symplectic Geometry Model Decomposition by Hang Jin, Jianhui Lin, Xieqi Chen, Cai Yi

“…This paper proposes a novel method of structural system modal identification, where the iterative method is introduced in symplectic geometric model decomposition (SGMD). …”
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Study of the Impact Irregular Concrete Facilities with the Shear Walls Based: The Effect of Soil-Structure Interaction with ABAQUS Software by Wisam Fawzi Aljuhaishi, Javad Esfandiari

“…The results showed that the bearing system of the flexural frame and the concrete shear wall under the lateral load of the earthquake have good strength and ductility, which makes this issue. This structural system should be used for cities with very high earthquake risk. …”
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Generalized Minimum Variance Control for MDOF Structures under Earthquake Excitation by Lakhdar Guenfaf, Mohamed Azira

“…Control of a multi-degree-of-freedom structural system under earthquake excitation is investigated in this paper. …”
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Study on the Anticollision Performance of a New Corrugated Steel Protection System for Bridge Pier by Guicheng Chen, Haidong Huang, Zhongfu Xiang

“…The results show that the energy absorbing ability of CSP (2.0 mm) is strong, and its final absorbed energy can reach 86.13% of the total energy of the model structural system (7.22 MJ).…”
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On High-Dimensional Time-Variant Reliability Analysis with the Maximum Entropy Principle by Fuliang Zhou, Yu Hou, Hong Nie

“…The proposed method is successfully applied to the reliability analysis of a linear and a nonlinear structural system, which involves a large number of inputs deriving from the discretization of the input random processes.…”
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Research for Pedestrian Steel Bridge Design of Neural Network in Structural Model Updating by Rui Zhao, Yuhang Wu, Zehua Feng

“…The application of the neural network method in health monitoring and structural system identification has received extensive attention. …”
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Active Vibration Control of Container Cranes against Earthquake by the Use of LMI Based Mixed H2/H∞ State-Feedback Controller by C. Oktay Azeloglu, Ahmet Sagirli

“…In order to show effectiveness of the designed controller, a six-degree-of-freedom container crane structural system is modeled using a spring-mass-damper subsystem. …”
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Analysis of Various Damping Models in The Simulation of the Seismic Response of Structures in the STARK ES Software by V. N. Simbirkin, Yu. V. Panasenko, V. V. Kurnavin

“…As an example, an analytical model of the structural system of a projected building on a site with a seismicity of more than 8th intensity level is used.…”
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Fatigue Performance of Steel–UHPC Composite Bridge Deck System with Large Longitudinal Rib by Yi Zhou, Chuan Wei, Guoxi Liang, Dequan Zhou

“…A critical problem in the development and application of orthotropic steel bridge decks (OSDs) is fatigue cracking, which is determined by the deck’s structural system, mechanical characteristics, load, and external environmental factors. …”
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Anchor Dragging Analysis of Rock-Berm Using Smoothed Particle Hydrodynamics Method by Jinho Woo, Dongha Kim, Won-Bae Na

“…This study presents dynamic responses of rock-berm structural system under anchor dragging and accordingly provides the characteristics of the stresses and displacements obtained. …”
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Pole Allocation Applied to Two Buildings Connected by Joint Damper by Yoshiki Ikeda, Yuki Matsumoto

“…For two adjacent buildings connected by a joint damper, an inverse problem is formulated based on the pole allocation method in control theory. The structural system is simplified as a two-degrees-of-freedom (2-DOF) lumped-mass damped shear model. …”
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Statistical Analysis of Influence of Cover Depth on Loess Tunnel Deformation in NW China by Zhao Hu, Ke Du, Jinxing Lai, Yongli Xie

“…To ensure the safety of construction, crown settlement (CS) and horizontal convergence (HC) are widely used to assess the stability of the tunnel structural system. Based on statistical analysis, this study focused on analyzing the influence of cover depth on the deformation of surrounding rock of loess tunnels by ANOVA, and relationships between them were presented by regression analysis. …”
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Charged System Search Algorithm Utilized for Structural Damage Detection by Zahra Tabrizian, Gholamreza Ghodrati Amiri, Morteza Hossein Ali Beigy

“…This paper presents damage detection and assessment methodology based on the changes in dynamic parameters of a structural system. The method is applied at an element level using a finite element model. …”
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Seismic Response Reduction of Structures Equipped with a Voided Biaxial Slab-Based Tuned Rolling Mass Damper by Shujin Li, Liming Fu, Fan Kong

“…The hollow slabs in this context, also referred to as “voided biaxial reinforced concrete slabs,” feature a large interior space of prefabricated voided modules that are necessary in the construction of this special structural system. In this regard, a tuned rolling mass damper system (“TRoMaDaS”) is newly proposed, in combination with hollow slabs, to act as an ensemble passive damping device mitigating structural responses. …”
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Seismic Fragility Analysis of Self-Anchored Suspension Bridge Considering Damping Effect by Xiangong Zhou, Lei Cao, Heng Han, Xiaobo Zheng, Hanhao Zhang, Zhiqing Zhang

“…The self-anchored suspension bridge is a kind of the flexible and redundant structural system. For this type of bridge, the current code only gives the overall seismic design principle, and there is little research on seismic fragility in the existing literature. …”
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